DocumentCode
3250419
Title
Notice of Retraction
Shear response of a clamped beam subjected to intense dynamic loading with considering weakening effect of the shear sliding cross-section
Author
Jianhua Ren ; Jifeng Tian
Author_Institution
Coll. of Civil Eng. & Mech., YanShan Univ., Qinhuangdao, China
fYear
2011
fDate
22-24 April 2011
Firstpage
5435
Lastpage
5437
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
The present paper, adopting a rigid, perfectly plastic idealization material model and a square yield locus, with the consideration of two conditions of weakening and non-weakening effects of transverse shear sliding section, analyses the shear response of a clamped beam in the initial plastic deformation stage subject to a uniformly distributed impulsive loading and the precondition of possible shear failure mode, writes the shear´s movement equation, puts forward the expressions of shear velocity and shear sliding volume, finally the conclusion of the availability of different shear response model for weakening effect is drawn.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
The present paper, adopting a rigid, perfectly plastic idealization material model and a square yield locus, with the consideration of two conditions of weakening and non-weakening effects of transverse shear sliding section, analyses the shear response of a clamped beam in the initial plastic deformation stage subject to a uniformly distributed impulsive loading and the precondition of possible shear failure mode, writes the shear´s movement equation, puts forward the expressions of shear velocity and shear sliding volume, finally the conclusion of the availability of different shear response model for weakening effect is drawn.
Keywords
beams (structures); clamps; failure (mechanical); plastic deformation; shear modulus; clamped beam; impulsive loading; initial plastic deformation; intense dynamic loading; plastic idealization material; shear failure mode; shear movement equation; shear response; shear velocity; square yield locus; transverse shear sliding cross section; weakening effect; Analytical models; Educational institutions; Load modeling; Loading; Mathematical model; Plastics; intense dynamic loading; plastic shear sliding; rigid-plastic model; weakening effect;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775914
Filename
5775914
Link To Document